Abstract
Methods of estimating the life of structural elements in cyclical and quasi-random loading are considered. The sum of the relative numbers of cycles to failure is found to be more stable when using failure characteristics for structural elements in narrow-band quasi-random loading than when using characteristics for cyclic loading.
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Original Russian Text © G.G. Zaveryukha, 2009, published in Vestnik Mashinostroeniya, 2009, No. 4, pp. 6–14.
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Zaveryukha, G.G. Evaluating the life of structural elements in complex loading. Russ. Engin. Res. 29, 329–336 (2009). https://doi.org/10.3103/S1068798X09040029
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DOI: https://doi.org/10.3103/S1068798X09040029